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HomeMy WebLinkAboutSANDY ACRES LT 2andy Acres Lot 2 #015-501-41 Municipality of Anchorage Page 1 of 3 Development Services Department on-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519650 wwwcLanchorage.ak.us (907) 3417904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT' Permit Number. SWO50323 PID Number. 015.501.41 "FaenH Wastewater System: New a Investments LLC P.O. Box 240186 Anchors a AK 99524 ABSORPTION FIELD Four Deep Trench 242-0838 sw RAM Tar Dapm trans on" 9F a LEGAL DESCRIPTION .8 ww a X11, p Ft. BbrA. Lot s.0am.am o.pm m pw eaean halo ay.r w� GrM asgn o..rn vca 8 I 2 Sandy Acres 3 Ft. FL TavAWyp p+qa' Saanm FN aooaO sows ongp tp, s Gravy Lwvh 51 I 1.3 Ft. Ft. 6ravN.an ro.roa a toss ow.la. trat•aan rya Well: New 3 Ft. 1 i FL Qewfiaaan(t'nvab, A a. Ct Taal Dean Cuaam ToW rb.arwao ass 816 "MatarW. ASTM 3034 PVC Private 162 Ft. 162 FL Ft Aine Drilling111 orDNW Lr 72 WhitExcavating a 05 i 9114-16120 IeQ Yrspure sr r ca.ara A°°r' Gown TANK 8 cpr Ft. >1.5 Ft SEPARATION DISTANCES ® Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption Lift I Holding bttv?n rate Anchorage Tank 11250 Fran Tank Field SUtien Tank sewe u e Waa >100' >100' NIA NIA >25' Steel Two (2) >100' >100' NIA NIA LIFT STATION — NONE ON LOT s fmkwr La t.r >5' >10' WA NIA cal Fautlaaan >5' >10, WA WA17\ L, a m I k cw o.n None Noted Pump MaFa 8 MOON banal Mporfana pMarrrW M I "� BENCH MARK Garage Slab I 100.0 FL Engineees Stamp .'aNaugka • 00 Inspections performed by: AH Dates: 1'9114105 411 —00 2e4 9116105 '�" Department of Health and Hum//an Services approval •�g'P «_.3>. �V. Date: % —� " �� pNo �444�Fo r'�' j �p :•� Reviewed and approved by: Q �OrESSt��•• (ttr. tarot 44aaaaaaa Permit No. SWOM323 A CS 1 55.T 80.8' M 1 r 7-6-4-762 Ir LOT 2 SANDY ACRES SUBDIVISION 40,593 S.F. pj. 49th i A :_MIfJMEL L u�ncusw ?,t� Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Bragaw Street Anchorage, AK 99519-6655-343-7964 Onsite Wastewater Disposal System or Well Inspection Report A.C. S' T. k E. k GAS Eswr. N 89'56'15'E 114.94' h GAS Esur—_ 0 PLAN AS -BUILT O'MALLEY ROAD Page 2 of 3 PID No. 015-501-41 Four Bedroom \ Home J \ } \ J g t I I IIx 0 �I � II I I x I h GAS Esur—_ 0 PLAN AS -BUILT O'MALLEY ROAD Page 2 of 3 PID No. 015-501-41 Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 Onsite Wastewater Disposal System or Well Inspection Report Permit Number. SW050323 Page 3 of 3 PID No. 015-501-41 In U L) i I v PR❑FILE AS -BUILT No Scale r- MDERSW Nov 21 OS 11:07a 9075690035 Permit Number: 4SW050323 Date of Issue: 8-29-0S Parcel Identification Numbi 11-10 05 Date Com leted: 11-15-05 Is well located at approved permit location? Date Started. P Legal Description: Sandy Acres Lot 2 Property Owner Name & Address: Hagen Investment, LLC PO Box 240186 _ _ _ _ _ A# --I,- nnaee Borehole Data: Soil Type, Thickness & Water Strata AnCDORI u, ^100^0 Depth (ft) From To ao ' Method of Drilling ® air rotary ❑ cable tool Casing type: steel stick-up gravelly silt sandy silt sandy gravel 0 2 30 33 2 30 33 50 Wall Thickness:.250 inches Diameter: 6 inches Depth: 162 feet Liner Type: Diameter: inches Depth: feet Casing stickup above ground: 2 feet gravelly silt 50 85 Static water level (from ground level): !72 feet cobbly sandy gravel 85 105 Pumping level: 162 feet after sandy gravelly silt wet 105 160 2 hours pumping 8 gpm water sand & gravel 160 162 Recovery Rate: 8 gpm Method of Testing: airli Well Intake Opening Type: ® Open End ❑ Open }tole ❑ Screened Stan feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: bentonite Volume: 1 bg Depth: Start 0 feet Stopped ? feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine DrNing & Enterprise PO Box 110496 Anchorage AK 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property Received Time Nov.21. 11:06AM Municipality of Anchorage Page 1 of 3 Development Services Department On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www alenchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW050323 PID Number: 015.501.41 Name: Hagen Investments LLC Wastewater System: New Address: P.O. Box 240186 Anchorage, AK 99524 ABSORPTION FIELD Phone: Number of Bedrooms: Deep Trench 242-0838 Four 4 Soil Rating: Total Depth from original grade' LEGAL DESCRIPTION 11 to 11.8 .8 GPD/Ft' Ft. Block'. Lot: Subdivision. Depth to pipe bottom from original grade: Gravel depth beneath pipe' 2 Sandy Acres 3 to 3.8 Ft, 8 Ft Township: Range: Section: Fill added above original grade: Gravel Length: 0 to 1 Ft. 56 Ft. Well: New Gravel width: Number of lines'. Distance between lines: 3 Ft. 1 Ft. Classification (Private, A, o C) Total Depth: Cased to: Total absorption area: Pipe Material: Private 162 Ft. 162 Ft 816 Ft' ASTM 3034 PVC Driller: Date Drilled Static Water Level Installer: Date Installed_ Alpine Drillin 11/15105 72 Ft Whitters Excavating 9/14-1612005 Yiald: Pump Sale' Casing eight Above Ground: TANK 8 GPM Ft. >1.5F. SEPARATION DISTANCES ® Septic ElHolding E]S.T.E.P. ElOther: To Septic Absorption Lift Holding u51ic/Private aouacurer, Capacity in sons: Fr.. Tank Field Station Tank Sewer Line Anchorage Tank 1,250 Well >100' >100' N/A N/A >25' Material. Steel Number of Compartments: Two (2) Surfacewater >100' >100' N/A N/A LIFT STATION — NONE ON LOT Lot Line >5' >10' NIA NIA Me: anu ac urec Gal_ >5' >10' N/A NIA Pump on level at Pump OF' eve at Highwateralarm at' Foundation in. in. in. None Noted Pump Make & Model Electrical Inspections performed by: Curtain Drain Remarks. BENCH MARK rench Section From I ee Vilest including Section Under Location and Description: Driveway Not COUAted in Total Absorption Area Gainilinion. Garage Slab Assumed Elevation This Segment Remains Active. 100.0 Fr Engineer's Stamp 0F q...gs��.i P... �# Inspections pertormed by AH Dates: 1a' 9114105...... n.'..4. to y w.....h 2nd 9116105 0.............................. : 0,c MICHAEL E. ANDERSON„ = Department of Health and Human Services approval ♦ : �. � Reviewed b Date: f•. NO CE-4361 •� �_/ '�'.. and approved �� (Ree 10/99) - ! 411FESS\ ���� 1 / 1 Permit No. SWO50323 Ala Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report ii r � C4 1 78.7' 61.7' n __F55C5 .7' 80.8' M1 1 76.4' 1 62.8' 1 LOT 2 SANDY ACRES SUBDIVISION 40,593 S.F. 49th AEL E, ANDERSON No. CE -4361 A, C. 1 5' T. & E. & GAS ESMT. N 89'56'15"E 114.94' Alternate Site C5 Four Bedroom i Home \ I ( I N 1 II wELL l� t O �1 tl FENCE (AP%) � I x o .n I I J I N I L—x—x—x_—x—x— n I & GAS ESMT. N 89'58'56"E 114.88' I PLAN AS -BUILT SCALE V = 50' �- O'MALLEY ROAD m M Page 2 of 3 PID No. 015-501-41 Municipality of Anchorage Page 3 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number: SW050323 PID No. 015-501-41 1.250 Gallon ieatC Tank 96.2 U r U 98.4 _ n _ 99.0 99.2 Geotextile Fabric & Insulation to Tee (35.5) Geotextile Fabric 95.4 i—, II II Droinfield Rock 87.4 (Trench NOTE: Trench Section Under Driveway Remains in Place. Absorption Area in This Section Not Included in Total Absorption Area Calculation. PROFILE RS -BUILT No Scale MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Date Issued: Aug 29, 2005 Expiration Date: Aug 29, 2006 Permit Number: SWO50323 Parcel ID: 015-501-41 Legal Description: SANDY ACRES SUBDIVISION LOT 2 Design Engineer: 0014 Anderson Engineering Site Address: 10741 LULIAC CIRCLE Owner Name: HAGEN INVESTMENTS. LLC Lot Size: 40593 SO. FT. Owner Address: P.O. BOX 240186 Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. A 99524 - This permit is for the construction of: Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907)343-7904( 24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By: Date: Date: Z e Municipality of Anchorage Development Services Department Building Safety Division Onsite Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 015.50141 Permit Number SW Property owner(s) Hagen Investments LLC Day phone 242-0838 Mailing address (1) P.O. Box 240186 Anchorage AK 99524 Mailing address (2) /0 -7 q I Lullad Circle Zip Code i15 Z-( Legal description (Lot, Block & Sub'd.) Lot 2 Sandy Acres Subdivision Legal description (Section, Township & Range) Lot Size 40,593 SF Acres/Sq.Ft. Number of Bedrooms Four (4) THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ® Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees:-tW V' S nG `f /75'"-'0 uWaiver Fees: Date of Payment 09/-23 0 Date of Payment Receipt Number. �O 9la Receipt Number. (Rev. 14/00) ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 522-6779 FAX August 23, 2005 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 2, Sandy Acres Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 2, Sandy Acres Subdivision intends to construct a new four-bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new well and septic system to accommodate the home. The attached Site Plan and backup documentation identify the location and configuration of the existing well and the proposed septic system along with the alternate site. Also identified on the plans are the locations of the existing wells on adjacent lots in the subdivision. No conflicts exist between the proposed well and septic system and those on adjacent lots. Test holes were recently placed in the area of the absorption trench and alternate site which indicated similar materials. The percolation rate of the materials was determined to be 7.1 minutes per inch and 16 minutes per inch in the deeper soils on Test Hole No. 4. This soils is found at 1" below the surface in Test Hole No. 2 on which the new absorption trench is centered. No groundwater was found during the placement of the test holes and none was noted during the monitoring period. We are proposing to place a new 1,250 -gallon septic tank and a 50' long by 3' wide by 8' effective depth absorption trench to treat and dispose the effluent generated in the house. The application rate for this design is .8 gallons per day per square foot. The elevation of the distribution line in the absorption trench will be 2' below the surface and the total depth will be 10'. A minimum of 3' of fill will be placed over the absorption trenches and 4' over the septic tank. The ground surface on the lot in the area of the septic system slopes at shallow grades from southeast to northwest. The new trench will be constructed parallel with the slope as much as possible in conformance with Municipal requirements. The new septic system will be constructed a minimum of 1 00'from the proposed and existing wells and Lot 2, Sandy Acres August 23, 2005 Page Two any surface water in the area. If the system is constructed in accordance with our design the following statements apply: The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, mt-C/1-4L (faa,-, Michael E. Anderson, P.E. Attachments El aOWL E. A%Df NSCN E Nn. CE -4581 2004-148 SANDY ACRES SUBDIVISION LOT 2 40.593 S.F. S24' 15' T. & E. & CAS ESNT. 328' `\N�8.9'56'15'E 114.94' g 1 SO' Long x 3' Vlde / Qe x S' Effective Depth qt, Absorptlan Trench J / M I A.C. DRNE 1230 WRon I Septic Tank e I 6w' x 1o' % wr � 1 1 FIN. MR. \ EL - 532' a +• \ Four Bedroom ;° \ Home q J \ <G \\ ® PVillsed G • � � 1 1 of 8 1 1 � I 1 o � � I I � I n 1 n I I- I --------------- Z N B9'58'56'E 114.98' 534' 540' i. .. 49th •j O'MALLEY ROAD ur. G.. 01Z'il \xI�NEL•E•..AN6ERSWi 381 %P SITE PLAN SCALE 1' SD' ••••��:��� ��••••• LOT 2, SANDY ACRES SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom Home Deep Trench System Perc. Rate: 7.1 to 16 Min./Inch 1,250 Gallon Septic Tank Application Rate: .8 GPD/SF B' Drainfield Rock 4 Bedrooms X 150 GPD/2 GPD/SF (Application Rate) = 750 SF Absorption Area 750 SF/16 SF/LF = 46.88 LF Trench Length THEREFORE: Construct a 50' Long x 3' Wide x 8' Effective Depth Aborption Trench at the Location Shown. Flow Line Elevation in Trench to be 2' Below Original Ground Surface. Total Depth to be 10' Below Existing Ground. Provide 3' of Cover Over Trench and 4' Over Tank or Provide 2" of Insulation and 2' of Cover. Maintain 100' Separation Between Existing Wells in the Area Natural Backfill 2-0" Geotextile Fabric g" 4" Perforated PVC (Holes Down) 810" I I— Drainfield Rock 3' TYPICAL DEEP TRENCH SECTION .,.•� •'��•�� (NO SCALE) P.••"' """•• NOTE: Grade Area Over Trench to Drain Away. tx : 49th Minimum 6' Separation From Bedrock. ` �.....x7 , yp Minimum 4' Separation From Groundwater. y c r[1L, It Minimum 100' Separation From Private Wells in the Area. 0 • "" "Vi haefr. / rhe son t Minimum 100' Separation From Surface Water or Streams. .�o ':No. CE1381 Minimum 10' Separation From Water Service Line. �, .. r.?nor. ��; WASTEWATER 'S. INC. LEGAL DESCRIPTION: SANDY ACRES SUBOMSION: LOT 1-4, PERFORMED FOR: TONY BLOM.FIELD DATE: 5/z3/2Do3 (f •t ORGANICS EST HOLE 4 1__ PACE 1 OF 2 2- 3- 4- 5- 6- 7- 8- 8- 10• 11• 12. 13 14 15 16 Y0111tei F �1'I, SANDY LOAM (MINUTES) NET TIMEW - 30 - GW • IIIIIIIII L Inlen ilii rm NHIH • g�am+ Ilillilil GM _ - 30 Illtlil{, lllf/Jr� ��!�44/! SM eApSelmtt OF C� 49T • . �: _: MICHAEL 1, POEM DEPTH TO DATE GROUNOwATER DRY e A. 033: C -7953 r` nn DATE 5 29 2003 READING 1 2 3 CT MCK 5:55 6:25 6:26 (MINUTES) NET TIMEW - 30 - TER READNG LEVEL 6. 1 1 4- 6- (INET DROP NCHES) - 4 3 4' - 4 6:56 30 "S 5 6 6:57 7:27 - 30 6- 1 '3/4* - _•4 t.. 17 `i'. CE -433 18 B`Ij PRO*FE�S510��s, �MI.K."o PERCOLATION RATE 7.1(MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 /Y�aaaoM'jk TEST RUN BETWEEN 4.5 FT. AND 5.0 FT. 2D A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: NICK HEIISTUMAN COMMENTS: PERFORMED BY AKWWC, INC. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS AS FERFORMED IN ACCORDANCE wl'TH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE_ L ALASKA WA E 3TEWATER IJUIL 'LVU — "YGKI:UL.AIIUN ILJjj LEGAL DESCRIPTION: SANDY ACRES SUBOMSION: LOT 1=4. PERFORMED FOR: TONY BLOMFIELD DAr; 5/23/2003 DEPTH (feet) r— ' TEST HOLE 1 Veer a nr ° 15 16 W CLOCK TIME 2 0 NET DROP (INCHES) 19 W ---- ,».. 0- - 3— 3Z 2 GM 30 z 1 4 3/4- 4 O OL °.••°.: Itt5 - MH ': �'•'• SP 6 W i $M J �i i - O Sc 7 = 7:27 B 0 4 1/4' W 9 F' 10 0 11 Z O 12 F- Q 131 _U W 14 15 16 �' CLOCK TIME 17 0 [n NET DROP (INCHES) 19 W ---- ,».. w - ;OIL CLASSIFICATIONS CLOCK TIME NETIME (MINUTES) GW---- NET DROP (INCHES) 5/29/2001 ORG ---- ,».. GP - ML 2 GM 30 CL. 1 4 3/4- GC ' OL °.••°.: SW - MH ': �'•'• SP 30 CH i $M OH �i i - 6• Sc DEPTH TO IDATE GROUNDWATER ` _n SEF, P POE AGO G57' ••• -795 : ' `8G Pio } e s elo�ooc SEE. SITE PLAN ON PAGE 1 OF 2 DATE READING CLOCK TIME NETIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/29/2001 1 5:55 - 6•1 - 2 6:25 30 1 1/4- 1 4 3/4- 3 6:26 - 6' - 4 6:56 30 1 3/4' 4 1/4- 5 6:57 - 6• - 6 7:27 30 1 3/4' 4 1/4' 19—V) PERCOLATION RATE 16 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.5 FT. AND 9.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THISS P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT' ON THIS DATE Ai ASKA, W-� & lli�_ ER EWAT A. COmess.: -7953 +.THJ4 +71,115 LOT 2 8 DRY 6/4 I SI7E PLA 9 1 D 10 15 15 N 9 1.100' 10 ° CLOCK NET TIME WATER LEVEL NE7 DROP DATE READING TIME (MINUTES) READING (INCHES) 11 :•° _ 6- 5/29/2003 1 1:50 1.1 20 •'�30 12 '�° 2 2:20 3 2:30 — 6• 4 3:00 30 2 1 4- 3 3/4' 13 • �1eeeej •,� SP/w R 14 :. "''•• e 2 1/4' 5 3:00 •"� ..�, 6 3:30 30 3 3/4• • • t^•TH 16 • •• WCNAEL E. ANMSC B.O.H. •, CE -4381 �� • •ZJ-os" 17 �)y�•.• %,,1� Rt)fESS10e�' �n L, /✓O�i��6 PERCOLATION RATE 8.0 (MIN./INCH) PERC. HOLE DIA• 6 (INCHES) 19 TEST RUN BETWEEN 6.5_FT. AND 7.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ONO CK HEITSTUMAN SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: M COMMENTS: PERFORMED BY AKWWC, INC. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS ..., i .l, CTSTF AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: _ IN ACCORDANCE SANDY ACRES SUBDMSION: LOT 1-4, •i EGAL DESCRIPTION DATE: 'J/23/� 003 ERFORMED FOR: TONY BLOOUFIELD IE :7tH) - "_ ORGANICS EST HOLE 5 (fact (f LOAM nu ri eevtFICATI0N5 LOT LINE 2 =""" wro, GW === MRLG ? GP +TH�6 3 GM Cl GC OL MH ° +THJ7 4 °. •°. °. SW CH •, .•.'. SP iii OH c m 5 $P1 $C LOT t t 6 1 SM D"CPTH TO PATE 7 ,� f uROUNDWATER A. COmess.: -7953 +.THJ4 +71,115 LOT 2 8 DRY 6/4 I SI7E PLA 9 1 D 10 15 15 N 9 1.100' 10 ° CLOCK NET TIME WATER LEVEL NE7 DROP DATE READING TIME (MINUTES) READING (INCHES) 11 :•° _ 6- 5/29/2003 1 1:50 1.1 20 •'�30 12 '�° 2 2:20 3 2:30 — 6• 4 3:00 30 2 1 4- 3 3/4' 13 • �1eeeej •,� SP/w R 14 :. "''•• e 2 1/4' 5 3:00 •"� ..�, 6 3:30 30 3 3/4• • • t^•TH 16 • •• WCNAEL E. ANMSC B.O.H. •, CE -4381 �� • •ZJ-os" 17 �)y�•.• %,,1� Rt)fESS10e�' �n L, /✓O�i��6 PERCOLATION RATE 8.0 (MIN./INCH) PERC. HOLE DIA• 6 (INCHES) 19 TEST RUN BETWEEN 6.5_FT. AND 7.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ONO CK HEITSTUMAN SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: M COMMENTS: PERFORMED BY AKWWC, INC. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS ..., i .l, CTSTF AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: _ IN ACCORDANCE ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: LOT 2, SANDY ACRES SUBDIVISION GENERAL: The scope of this project includes the procurement and placement of a new 1,250 -gallon septic tank at the location shown on the Site Plan. Work also includes the construction of a new 50' long X 3' wide X 8' effective depth absorption trench at the location also shown on the Site Plan. The distribution line in the trench will be placed at 2' below the existing ground surface. Total depth of the trench will be 10' below the existing ground surface. The new absorption trench and septic tank must be placed a minimum of 100' from the well on this lot and in the area and 10' from the water service line proposed for the lot. A minimum of 100' must separate any surface water in the area and the septic tank and absorption trench. A minimum of 3' of cover is required over the absorption trench and 4' of cover over the septic tank. 2. Construction shall be in accordance with the approved site plan, design drawings, Municipal Permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. 3. The Contractor shall be responsible for obtaining all underground utility locates and for the layout of the septic system and verification of the location of all lot lines. The Contractor must also verify the location of wells in the area and assure that the separation distances are met. 4. Unless specifically agreed otherwise, the contractor shall be responsible for final grading areas subsequently depressed from soil settling. Property owner shall be responsible for revegetation of affected areas unless specifically agreed otherwise. 5. Contractors installing wastewater disposal systems must be certified by the Municipal Department of Health and Human Services for system installations. Owners installing their own systems must receive prior approval from D.H.H.S. before beginning system installation. SEPTIC TANK INSTALLATION A new 1,250 -gallon septic tank must be procured from an approved source and installed at the location shown. 2. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. Lot 2, sandy Acres August 23, 2005 Page 2 of 3 3. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 4. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 5. Tanks installed without 4' of cover shall have a minimum of 2" of direct burial insulation. 6. A foundation cleanout shall be installed one to four feet from the building foundation. Two cleanouts are required between the tank and the drainfield. 7. Final grading over the tank shall be such that a positive slope exists away from the septic tank. DRAINFIELD CONSTRUCTION: 1. The drainfield shall be constructed to the dimensions shown on the design. The bottom of the trench shall be within 2" of level. 2. Distribution piping must be placed level with perforations down atop a level bed of drainfield rock. Rock should then be placed over the pipe to provide a minimum of 2" of cover. 3. A silt barrier or geotextile fabric must be placed between the drainfield rock and the natural soil backfill. 4. Monitor tubes must be 4" in diameter and installed at the locations shown on the design. The portion below ground must be perforated. 5. Contractor shall verify the septic tank and drainfield are a minimum 100' away from any private water wells in the area, 150' from a Class "C" Well or 200' from any community well. 6. Direct bury insulation must be placed over the distribution system if less than 3' of backfill depth is available. Finish grade over the trench must be mounded to prevent settlement or depressions. 7. Grade area surrounding the absorption trench to drain away. 8. A minimum 2' of accepting soil is required below the drainfield rock for a 5' wide trench. Contractor shall verify this condition prior to placement of the rock. All pockets of unacceptable materials must be removed and replaced. Lot 2, Sandy Acres August 23, 2005 Page 3 of 3 MATERIAL SPECIFICATIONS: Septic tanks must be constructed by a municipally approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Cast Iron (perforated and solid), ASTM D3034 or P.V.C. (perforated and solid), ASTM F810 or H.D.P.E. (perforated, but not solid) and ASTM D2662 or A.B.S. (perforated and solid). 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Co. Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). 5. A permeable geotextile fabric (Typar, Mirafi or equal) must be installed between the final drain rock layer and the native soil layer. 6. All drain rock shall be .5' to 2.5" in diameter with less than 3% passing the #200 sieve. INSPECTIONS: Municipal Ordinance requires a minimum of two inspections. These inspections must be conducted under the supervision of a professional engineer registered in the State of Alaska. The first inspection must be conducted after the excavation of trenches, beds or pits and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled. The second inspection must be conducted after the placement of the geotextile fabric, gravel, distribution piping, standpipes, cleanouts and insulation. No backfill should be in place at the time of inspection. Contractor shall provide a copy of all field survey layout and construction notes for use in preparing the certified as -built of the completed system. Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us �r-t�4A, (/Z.qr it J (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-501-41 COSA# 850,l'A 1158 1. GENERAL INFORMATION Expiration Date: 9 q % :2— Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address SANDY ACRES LOT 2 10741 LULIAD CIRCLE *ANCHORAGE, AK 99516 BRIAN & SERENA KRAFT Day phone 10741 LULIAD CIRCLE *ANCHORAGE, AK 99516 Day phone Real Estate Agent DARREN DONALD W/ DYNAMIC PROPERTIES Day phone Mailing address Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 230-8397 229-6700 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual On-site Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. l further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name Engineer's Comments: JEFFREY A. GARNESS, P.E. In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system unde.• the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD, can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for _ t bedrooms. Disapproved. Conditional approval for bedrooms, with the following Attachments: COSA Checklist C� Septic System Advisory Well Flow Advisory Nitrate Advisory Phone 337-6179 Date � / Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other ON-SITE WATER AND WASTEWATER PROGRAM By: —� Original Certificate Dater �� (Rev. 11105) Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: SANDY ACRES LOT 2 Parcel ID: A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Date completed 11/15/05 Sanitary seal (YIN) YES Total depth 162 ft. Cased to 162 ft. FROM WELL LOG Date of test 11/15/05 Static water level 72 ft. Well production 8 g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Arsenic: ND ug./L. B. SEPTIC/HOLDING TANK DATA Nitrate ND mg./L. Date of sample: 5/2/12 Tank Type/Material SEPTIC/STEEL Tank size 1250 gal. Number of Compartments 2 015-501-41 Well Log (YIN) YES Wires properly protected (YIN) YES Casing height (above ground) 24+ in. AT INSPECTION 5/1/12 71 t 4.23 Collected by: GEG. Ltd. Date installed 9/14-16/05 Cleanouts (YIN) YES Foundation cleanout (YIN) YES Depression over tank (Y/N) NO High water alarm (YIN) N/A Date of pumping 5/14/2012 Pumper MCDONALDS PUMPING C. ABSORPTION FIELD DATA Date installed _9/14-16/05 Soil rating (g.p.ddit or /bdrm 0.8 System type DEEP TRENCH Length 51 ft. Width 3 ft. Gravel below pipe 8 ft. Ill, ,46 Total depth 7 ft. Eff. absorption area 8� 66 ft' Monitoring tube YES Depression over field NO Date of adequacy test 5/1/12 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test 6 in. Water added 7b0 gal. New depth 39 in. Elapsed Time: 929 min. Final fluid depth 14 in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE If yes, give date - D. LIFT STATION Date installed Size in gallons Manhole/Access (YM "Pump on" level at in. "Pump off" evel High water alarm level at in. Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAift station on lot 100'+ On adjacent lots 100'+ Absorption Feld on lot 100'+ Public sewer main N/A Sewer/septic service line 25'+ Animal containment areas 50'+ On adjacent lots Public sewer manhole/cleanout N/A Holding tank Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 51+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parkingtvehicle storage :± U 96: Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS 0060© G. ENGINEER'S CERTIFICATION o OF I certify that f have determined through field inspections and p g Fi review of Municipal records that the above systems are in """""" "' . conformance with MOA COSA guidelines in effect on this date. Engineers Print dame JEFFREY A. GARNESS QOnn9'. 0 79 3 Date ss "0G s�0^ ••t1?�i2co�o44 51� i.t 4 e Eo �!'rore5s;o�°o COSAFee $ `(961 11) Date of Payment sl r�40 Receipt Number Qq5?3 6 (Rev. 11105) Waiver Fee $ Date of Receipt Number I AV Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program s e r• 4700 Bragaw Street •a P.O. Box 196650 �., Anchorage, AK �99 50 1 www.muni.org/onsftensite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcell.D. COSA#y to Q Expiration Date: 1. GENERAL INFORMATION Complete legal description Lot 2, Sandy Acres Subdivision Location (site address) 10741 Luliad Circle Anchorage, AK 99516 Current Property owner(s) Hagen Investments, LLC Day phone 240-0838 Mailing address P.O. Box 240186 Anchorage, AK 99524 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: Four (4) 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 21 Individual On-site ✓❑ Individual Water Storage ❑ Individual Holding Tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ 1 The Municipality of Anchorage Development Services Department (DSD) issues Certificates of Onsite Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent State civil engineer registered in e e o as eni icates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of Onsite Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineers work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of Onsite Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Anderson Engineering Phone 522-7773 Address _P.O. Box 240773 Anchorage, AK 99524 Engineers Printed Name Michael E. Anderson, P.E. Date 9/92006 6. DSD SIGNATURE Approved for _ bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: COSA Checldist X Arsenic Advisory Septic System Advisory Maintenance Agreements Well Flow Advisory Supplemental Engineer's Report Nitrate Advisory Other By: //" • Original Certificate Date: (n« r,M Municipality of Anchorage • Development Services Department Building Safety Division OnSke Water b Wastewater Program 4700 Bragaw Street P.O. Box 1966N Anchorage, AK 99519.65W www.muni.org/onsrte (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST' Legal Description: Lot 2. Sandy Acres Subdivision Parcel ID: 015501-41 A. WELL DATA Wen type Private N A, 8, or C provide PWSID C Date completed 11M5/05 Sanitary seal (YIN) Y Total depth 162 IL Cased to 182 fl. FROM WELL LOG Date of test 11/15/05 Static water levet 72 R Well production a 9 - p.m -WATER SAMPLE RESULTS: Confwm 0 cotoniesR00 mL Nitrate N1D mg& Arsenic: NID mgA Data of sample: 8/18108 B. SEPT10HOLDING TANK DATA Tank TypelMaterial SeDBdSteel Tank aft 1,250 50 gal. Number of Compartmerds 2 Foundation cleanout (YIN) Y Depression over tank (YAV) N Date of pumping New Construction Pumper Web Log (Y/N) I Y Vales property protected (YIN) Y Casing height (above ground) I 24 in. AT INSPECTION R 9 - p.m - Other bacteria 0 coloniesH00mL i can eded by: A Harala Date installed 9114/15 Cleanouts (Y/N) Y i High water alarm (Y/N) i N i C. ABSORPTION FIELD DATA Date installed 9115105 Soll rating (g.p.d.IRp or fe)bdne) •8 GPDISF System type Deep Trench Length 51 fL Width 3 fL Gravel below pipe 8 I R Total depth 11-12 R ENabsorption area 818 ft° Monitartrg tube Y Depression over field N t Date of adequacy test New Const. Results (Pass)FeIQ For _ bedrooms Fluid depth in absorption field before teat in. Water added gal. New depth in. I Elapsed Time: min. Final fluid depth in. Absorption rate >= 1 g.p.d. Any rejuvenation treatment (past 12 mo.) (Y1N 6 type) If yea, give date D. LIFT STATION Date instalkd Sme in gallons Manhole/Access (Y/N) 'Pump on' level at _ in. 'Pump of ' level at _ in. High water alarm level at in. Datum Cycles tested Mees alarm 8 circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL. ON LOT TO: Septic tankAlR station on lot >100' On adjacent lots >100' Absorption field on kit >100' On adjacent Ids >100' Public sewer main WA Public sewer manhole/cleanout WA Sewer /septic service line >25' Hdding tank N/A Animal containment areas None Manunelardmal excrete storage areas Nona SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO: Building foundation >5 Property line>5_ Absorption field >11Y Water main >10 Water service line >10' Surface water >100' Wells on adjacent lots >100' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line >10' Building foundation >10' Water main >10' Water Service Ane >10' Surface water >100' Dnveway. park;nyvehide storage >25' Curtain drain None Noted Wells on adjacent kits >100' F. COMMENTS: G. ENGINEER'S CERTIFICATION •0007(, U 4� -44 rW that I have detemrined 0 Ice through field arspecllons and 000 ' remw of Munrppal records that the above systems ars in 491h conformance with MOA COSH guidelines an effect on this date. RICH CL E. MDCRS0 Engineers Printed Name Michael E. Anderson. P.E. o�-i51\1 No a --M Date _ effi2 06 COSA Fee $ 7S' Waiver Fee S Date of Payment Q I l! �D Date of Payment Receipt Number 859 Receipt Number (Rev. hiss) . SCS RtEN Client Name Project Name/N Client Sample ID Matrix Sample Remarks: 1064897001 Anderson Engineering Lot 2 Sandy Acres Subd. Lot 2 Sandy Acres Subd. Drinking Water All Dates/rimes are Alaska Standard Time Printed Datelrime 0828/1006 16:12 Collected Dalen ime 08222006 15:40 Received Dale rime 08222006 16:05 Technical Director Stephen C. Ede i 1 Allowable Prep Anatysis Parameter Results Pot. Units Method Container ID Limits Date Date Init Waters Department Nitrate -N ND 0.100 mg/L EPA 353.2 R (<10) i 0822/06 ALR Microbiology Laboratory Total Coliform 0 coVI00mL SM209222R A (<I) i 09=6 TLF pq SCS RcLN 1063741001 Client Name Andtvaon Engineering Project Name/N Pneumatic Pressurc Tank w/gar Client Sample ID Pneumatic Prcssurc Tank w/gar Matrix Drinking Watcr All Datcs/rimcs arc Alaska Standard Time PrintedDate/fime 07/26/2006 13:32 Collected Date/fline 07/11/2006 9:42 Received Datc/fime 07/11/2006 11:30 Technical Director Stephen C. Ede i I Samnlc Remarks: Allowable Prep Anatysis Parameter Results PQL Units Method Container ID Limits Date Date Init I Metals by ICP/MS I Arsenic ND 5.00 ug/L EP200.8 A (<l0i 07/19/06 0721/06 MII I i i 1 "= 40' 2004-148 SANDY ACRES o SEPTIC SYSTEM • N ai O i 41.9' I x. o, 1 I � A.C. DRIVE SUBDIVISION LOT 2 40,593 S.F. 15' T. & E. & GAS ESMT. N 89'56'15'E 114.94' 10' T. -W-17T & GAS ES6AT. N 89'58'56'E 114.88 to r\ �— O'MALLEY ROAD AS -BUILT I HEREBY CERTIFY THAT I HAVE SURVEYED THE GASTALDI LAND PROPERTY DEPICTED ABOVE AND THAT NO SURVEYING, LLC ENCROACHMENTS EXIST EXCEPT AS INDICATED. JEFF A. GASTALDI, R.L.S. IT IS THE RESPONSIBILITY OF THE OWNER TO 4726 WEST 88TH AVENUE DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS WHICH DO NOT ANCHORAGE, ALASKA 99502 APPEAR ON THE RECORDED SUBDIVISION PLAT. PHONE 248-5454 UNDER NO CIRCUMSTANCES SHOULD ANY DATA CRID DATE HEREON BE USED FOR CONSTRUCTION OR FOR 2537 8/16/2006 ESTABLISHING BOUNDARY OR FENCE LINES. F.B. JOB N0. ANCHORAGE RECORDING DISTRICT, ALASKA 06-04 SAS2 NOTE: NO CORNERS SET THIS DATE smarjol OF A 1� -♦•tel.._ '•.'f Ar 49Iti •: s *• 40 so JafteryA. Ztaldl - t my •. +i° •.•o. LS -6091 �' 0., m 9 • d � N'olee.lonol l9 �� SEPTIC SYSTEM • N ai O i 41.9' I x. o, EXISTING BUILDING •` o n D x� I x rn P 38.5' N b O x I Z }/ I ® I ply x I x I x •-FENCE (MX) I x 10' T. -W-17T & GAS ES6AT. N 89'58'56'E 114.88 to r\ �— O'MALLEY ROAD AS -BUILT I HEREBY CERTIFY THAT I HAVE SURVEYED THE GASTALDI LAND PROPERTY DEPICTED ABOVE AND THAT NO SURVEYING, LLC ENCROACHMENTS EXIST EXCEPT AS INDICATED. JEFF A. GASTALDI, R.L.S. IT IS THE RESPONSIBILITY OF THE OWNER TO 4726 WEST 88TH AVENUE DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS WHICH DO NOT ANCHORAGE, ALASKA 99502 APPEAR ON THE RECORDED SUBDIVISION PLAT. PHONE 248-5454 UNDER NO CIRCUMSTANCES SHOULD ANY DATA CRID DATE HEREON BE USED FOR CONSTRUCTION OR FOR 2537 8/16/2006 ESTABLISHING BOUNDARY OR FENCE LINES. F.B. JOB N0. ANCHORAGE RECORDING DISTRICT, ALASKA 06-04 SAS2 NOTE: NO CORNERS SET THIS DATE smarjol OF A 1� -♦•tel.._ '•.'f Ar 49Iti •: s *• 40 so JafteryA. Ztaldl - t my •. +i° •.•o. LS -6091 �' 0., m 9 • d � N'olee.lonol l9 ��